Appendix 9 - Scope of Work Attachment I - Table A (List of Tests) 08-24-2026.xlsx
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- Solicitation number
- BPM058791
- Issued by
- Maryland
About this file
This is a Scope of Work attachment for a Multi-Step Invitation for Bids (MS-IFB) issued by the State of Maryland's State Highway Administration (SHA) for materials laboratory testing services under contract MLT 2032-01. The scope defines a comprehensive list of accredited laboratory tests across five primary categories: Hot Mix Asphalt (15 tests), Portland Cement Concrete (17 tests), Soils (20 tests), Aggregates (13 tests), and Sample Transportation services. The testing requirements specify the number of accredited labs needed for each test, with most standard tests requiring two accredited laboratories and specialty tests requiring one. Turnaround times vary significantly by test category, ranging from three calendar days for basic Hot Mix Asphalt tests to 28 calendar days for most Soils and Aggregates testing, with specialty tests requiring up to ten calendar days. Hot Mix Asphalt specialty tests (items 1010-1015) and Portland Cement Concrete Type III testing (items 2012-2017) each form distinct test series, while rush sample options are available for Soils testing at ten and fourteen-day turnaround intervals.
The file does not provide pricing terms, set-aside information, incumbent contractor details, funding amounts, or contract award dates. The document focuses exclusively on defining the technical testing requirements and performance standards that qualified contractors must be capable of delivering. Sample transportation services are included as a line item with daily statewide pickup and delivery requirements. Bidders must demonstrate accreditation capability for the specified test methods and meet the defined turnaround time commitments across the various material testing disciplines to be considered for contract award.
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ATTACHMENT 1 - TABLE A
| ATTACHMENT 1 - TABLE A | ||||
| CONTRACT MLT 2032-01 | ||||
| Item No. | Test Standard | Description | # of Accredited Labs Required | Turnaround Time (Calendar Days) |
| Hot Mix Asphalt | |||||
| 1001 | AASHTO | T 11 | # 200 Wash | 2 | 3 |
| 1002 | AASHTO | T 27 | Sieve Analysis of Aggregates | 2 | 3 |
| 1003 | AASHTO | T 166 | Bulk Specific Gravity of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Pavement Cores) | 2 | 3 |
| 1004 | AASHTO | T 209 | Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures | 2 | 3 |
| 1005 | AASHTO | T 308 | Determining the Asphalt Binder Content of Hot-Mix Asphalt (HMA) by the Ignition Method | 2 | 3 |
| 1006 | AASHTO | T308(6) | Determining the Asphalt Binder Content of Hot-Mix Asphalt (HMA) by the Ignition Method - Correction Factor | 2 | NA |
| 1007 | AASHTO | T 312 | Preparing and Determining the Density of the HMA Specimens by Means of the Gyratory Compactor | 2 | 3 |
| 1008 | AASHTO | T 283 | Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage | 1 | 7 |
| 1009 | AASHTO | T 164 | Quantitative Extraction of Asphalt Binder from |
Hot-Mix Asphalt (HMA)1 1 3
| Hot Mix Asphalt (Specialty Tests) | |||||
| 1010 | AASHTO | TP 105 | Standard Method of Test for Determining the Fracture Energy of Asphalt Mixtures using the Semicircular Bend Geometry (SCB) | 1 | 10 |
| 1011 | ASTM | D 7313 | Standard Method of Test for Determining the Fracture Energy of Asphalt Aggregate Mixtures using the Disc Shaped Compact Tension Geometry | 1 | 10 |
| 1012 | AASHTO | TP 107 | Determining the Damage Characteristic Curve of Asphalt Concrete from Direct Tension Cyclic Fatigue Tests | 1 | 10 |
| 1013 | AASHTO | T 378 | Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT) | 1 | 10 |
| 1014 | AASHTO | T 324 | Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA) | 1 | 10 |
| 1015 | AASHTO | T 322 | Standard Method of Test for Determining the Creep Compliance and Strength of Hot-Mix Asphalt (HMA) Using the Indirect Tensile Test Device | 1 | 10 |
| Specialty Tests (Items 1010 - 1015) |
| Portland Cement Concrete | |||||
| 2001 | AASHTO | T 22 | Compressive Strength of Cylindrical Concrete Specimens for 6 x 12, 4 x 8, 3 x 6 Cylinders | 2 | * |
| 2002 | ASTM | C 1152 | Standard Test Method for Acid-Soluble Chloride in Mortar and Concrete | ||
| 1 | 10 | ||||
| 2003 | ASTM | C 1218 | Water-Soluble Chloride in Mortar and Concrete | ||
| 1 | 10 | ||||
| 2004 | ASTM | C 494 | Concrete Admixture Testing including specific gravity, percent solid by oven drying, IR (Infra-Red Spectroscopy) and pH | 1 | 10 |
| 2005 | AASHTO | M 85 ,T 105 | Testing of Type I/II Portland Cement - Chemical analysis | 1 | 10 |
| 2006 | AASHTO | M 85 ,T 106 | Testing of Type I/II Portland Cement - Compressive strength | 1 | 10 |
| 2007 | AASHTO | M 85, T 107 | Testing of Type I/II Portland Cement - Autoclave expansion | 1 | 10 |
| 2008 | AASHTO | M 85, T 129 | Testing of Type I/II Portland Cement - Normal Consistency | 1 | 10 |
| 2009 | AASHTO | M 85, T 131 | Testing of Type I/II Portland Cement - Time of Setting | 1 | 10 |
| 2010 | AASHTO | M 85, T 137 | Testing of Type I/II Portland Cement - Air Content | 1 | 10 |
| 2011 | AASHTO | M85, T 153 | Testing of Type I/II Portland Cement - Fineness of Hydraulic | 1 | 10 |
| M85 Series (items 2005 - 2011) | |||||
| 2012 | AASHTO | M 85, T 105 | Testing of Type III Portland Cement - Chemical analysis | 1 | 10 |
| 2013 | AASHTO | M 85, T 106 | Testing of Type III Portland Cement - Compressive strength | 1 | 10 |
| 2014 | AASHTO | M 85, T 107 | Testing of Type III Portland Cement - Autoclave expansion | 1 | 10 |
| 2015 | AASHTO | M 85 ,T 129 | Testing of Type III Portland Cement - Normal Consistency | 1 | 10 |
| 2016 | AASHTO | M 85, T 131 | Testing of Type III Portland Cement - Time of Setting | 1 | 10 |
| 2017 | AASHTO | M 85, T 137 | Testing of Type III Portland Cement - Air Content | 1 | 10 |
| M 85 Series (items 2012 - 2017) |
| Soils | |||||
| 3001 | AASHTO | T 88 | Particle Size Analysis of Soils | 2 | 28 |
| 3002 | AASHTO | T 89 | Determining the Liquid Limit of Soils | 2 | 28 |
| 3003 | AASHTO | T 90 | Determining the Plastic Limit and Plasticity Index of Soils | 2 | 28 |
| 3004 | AASHTO | T 92 | Determining the Shrinkage Factor of Soils | 2 | 28 |
| 3005 | AASHTO | T 100 | Specific Gravity of Soils | 2 | 28 |
| 3006 | AASHTO | T 99 or T 180 | Moisture-Density Relations of Soils | 2 | 28 |
| 3007 | AASHTO | T 265 | Natural Moisture Content of Soils | 2 | 28 |
| 3008 | AASHTO | M 145 | Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes | 2 | 28 |
| 3009 | - | - | USDA Soil Classification | 2 | 28 |
| 3010 | ASTM | D 2487 | Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | 2 | 28 |
| 3011 | ASTM | D 4972 | Test Method for pH of Soils | 1 | 28 |
| 3012 | AASHTO | T 194 | Determination of Organic Matter in Soils by Wet Combustion | 1 | 28 |
| 3013 | - | - | Soils Rush Sample (for all soil test methods) - 10 days turnaround | 7 | |
| 3014 | Soils Rush Sample (for all soil test methods) - 14 days turnaround | 14 | |||
| 3015 | AASHTO | R-58 | Dry Preparation of Disturbed Soil and Soil Aggregate Sample for Test | 1 | 10 |
| 3016 | AASHTO T 267 | Determination of Organic Matter in Soils by loss on ignition | 1 | 10 | |
| 3017 | EC 1:2 Method | determination of soluble salts in soil by measuring the electrical conductivity (EC) of a 1:2 soil:water suspension | 1 | 10 | |
| 3018 | By Mehlich 3 Extractable | Nutrient Analysis of Soil | 10 | ||
| 3019 | Cation Exchange Capacity (CEC) | Determination of a soil's ability to hold positively charged ions, known as cations, like calcium, magnesium, and potassium | 10 | ||
| 3020 | EPA Recommended Acid Digestion Methods | Heavy Metal Analysis (Arsenic, Cadmium, Chromium, Molybdenum, Nickel, Lead, Mercury | 10 |
| Aggregates | |||||
| 4001 | AASHTO | T 11 | Materials Finer Than # 200 Sieve in Mineral Aggregates by Washing | 2 | 28 |
| 4002 | AASHTO | T 27 | Sieve Analysis of Fine and Coarse Aggregates | 2 | 28 |
| 4003 | AASHTO | T 19 | Bulk Density ("Unit Weight") and Voids in Aggregate | 2 | 28 |
| 4004 | AASHTO | T 84 | Specific Gravity and Absorption of Fine Aggregate | 2 | 28 |
| 4005 | AASHTO | T 85 | Specific Gravity and Absorption of Coarse Aggregate | 2 | 28 |
| 4006 | AASHTO | T 96 | Resistance to Degradation of Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine | 1 | 28 |
| 4007 | AASHTO | T 104 | Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate | 1 | 28 |
| 4008 | - | - | Aggregates Rush Sample (for test methods T11, T27, T19, T84, and T85) | 7 | |
| 4009 | ASTM | D 7012 | Rock Compressive Strength (Method C) | 1 | 14 |
| 4010 | ASTM | C 1260 | ASR Prep | 1 | 10 |
| 4011 | ASTM | C 1260 | Standard Test Method for Potential Alkali |
Reactivity of Aggregates (Mortar Bar Method)
| 1 | 28 | ||
| 4012 | ASTM | D 3042 | Standard Test Method for Insoluble Residue in |
Carbonate Aggregates
| 1 | 28 | ||||
| 4013 | ASTM | D 7012 | Rock Compressive Strength (Method D) | 1 | 14 |
| Sample Transportation | |||
| 5001 | - | - | Daily Sample Pickup & Delivery Statewide |
&P of &N
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